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1)  plastic stiffness
塑性刚度
1.
An improved simple method is proposed for analysis of reinforced concrete frames in which the plastic stiffness reduction parameters are induced and the individual element stiffness is united.
通过引入塑性刚度折减系数 ,获得统一的单元刚度的表达式。
2)  elasto plastic stiffness
弹塑性刚度
1.
By the model, the parameters for residual strain and elasto plastic stiffness value of unit stiffness decreasing with time are derived.
采用时程分析法,选用Elcentro地震波,并采用作者等人提出的恢复力模型多折线模型,导出了单元刚度随时间变化后的弹塑性刚度值。
3)  elastic-plastic section stiffness
弹塑性截面刚度
4)  plasticity rigidity function
塑性刚度函数
1.
Large strain constitutive equation is obtained by popularizing small deformation constitutive theory to large deformation issue,and representation of plasticity rigidity function h is derived and Isotropic hardening models and J2 flowing plasticity theory of large strain are used in the literature.
以扭转实验测得的τ-γ曲线为基础,采用各向同性硬化大应变J2流动本构理论,给出了基于Kirchhoff应力的Oldroyd客观导数的塑性刚度函数h的表达式,建立了相应的大应变本构关系。
5)  elasto-plastic stiffness matrix
弹塑性刚度矩阵
1.
Furthermore, a elasto-plastic stiffness matrix considering the length of the plastic regions of a column s ends is given.
并进而推导出考虑柱端塑性区区段长度影响的柱单元弹塑性刚度矩阵。
6)  rigid plastic/rigid-viscoplactic
刚塑性/刚粘塑性
1.
The structure and key technologies of the 3D rigid plastic/rigid-viscoplactic FEM system developed by authors and named 3D - PFS have been introduced briefly.
介绍了自主开发的三维刚塑性/刚粘塑性有限元模拟分析软件3D—PFS的组成及关键技术问题的处理, 并给出了计算实例。
补充资料:JPZ型三向等刚度橡胶减震器
分子式:
CAS号:

性质:JPZ-type tridirective equal rigid rubber mounting  橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成,模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。

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